CN220057912U - Impact-resistant concrete tubular pile - Google Patents
Impact-resistant concrete tubular pile Download PDFInfo
- Publication number
- CN220057912U CN220057912U CN202321321009.3U CN202321321009U CN220057912U CN 220057912 U CN220057912 U CN 220057912U CN 202321321009 U CN202321321009 U CN 202321321009U CN 220057912 U CN220057912 U CN 220057912U
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- Prior art keywords
- mounting
- plate
- resistant concrete
- stiffener
- impact
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- 230000003014 reinforcing effect Effects 0.000 claims abstract description 16
- 238000009434 installation Methods 0.000 claims description 29
- 230000000694 effects Effects 0.000 claims description 5
- 239000003351 stiffener Substances 0.000 abstract description 22
- 238000005728 strengthening Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000009977 dual effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Piles And Underground Anchors (AREA)
Abstract
The utility model discloses an impact-resistant concrete pipe pile, and relates to the technical field of constructional engineering. The impact-resistant concrete pipe pile comprises a first mounting piece, a reinforcing rod and a mounting assembly, wherein a second mounting piece is arranged on the first mounting piece, the number of the first mounting piece and the number of the second mounting piece are two, and the reinforcing rod is arranged between the two groups of first mounting pieces and the two groups of second mounting pieces. This impact force concrete pipe pile through the setting of strengthening rib, can be in the in-process of outside stiffener atress, on the stiffener that will receive the stiffener in the outside is shared to inboard, and then can reduce the impact force that the stiffener received in the outside, increase the stability of stiffener in the outside, improve the life of tubular pile, can also reduce workman's working strength, be convenient for the workman operates, and when the tubular pile hole is inside to have prestressing force, can extrude the connecting plate, can make two sets of tubular piles more firm of connection like this.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to a concrete pipe pile.
Background
The utility model discloses a steel construction of concrete pipe pile body is CN212835355U, through the steel construction skeleton that uses inboard connecting bar and outside connecting bar as the tubular pile, inboard connecting bar and outside connecting bar play dual support's effect, the support intensity of tubular pile has been improved, avoid the tubular pile to be pressed absolutely, use through the cooperation of inboard spiral bar and outside spiral bar, utilize inboard spiral bar and outside spiral bar to increase the prestressing force of closing the tubular pile, avoid the tubular pile to receive the pressure of side and break, and then improve the structural strength of tubular pile, increase the life of tubular pile, through the cooperation use of collar and bottom go-between, when connecting a plurality of tubular piles, peg graft the collar to the inside of bottom go-between, make top locating hole and bottom locating hole align, use the inside of threaded rod peg graft to bottom locating hole to connect collar and bottom go-between bottom mounting plate, avoid dislocation between bottom mounting plate and the top mounting plate, pass top mounting plate and bottom mounting plate through the fixing bolt and connect top and bottom mounting plate, make top and bottom mounting plate fixed together, the fastness of connection between the tubular pile has been improved, the welding fastness has appeared.
Above-mentioned steel construction of concrete pipe pile body, though can support it through outside connecting bar, improve the supportability of tubular pile, but lack bearing structure between inboard connecting bar and the outside connecting bar, the force that outside connecting bar received is difficult to carry to in the inboard connecting bar like this, makes inboard connecting bar share the force, and then has increased the impact force of outside connecting bar, leads to outside connecting bar to warp easily, reduces the life of tubular pile.
Disclosure of Invention
The utility model aims to provide an impact-resistant concrete pipe pile, which can solve the problem that the force applied to an outer connecting steel bar is difficult to convey into an inner connecting steel bar, so that the force is shared by the inner connecting steel bar.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the anti-impact concrete pipe pile comprises a first mounting sheet, a reinforcing rod and a mounting assembly, wherein the first mounting sheet is provided with a second mounting sheet, and the number of the first mounting sheet and the number of the second mounting sheet are two;
the reinforcing rods are arranged between the two groups of first mounting pieces and the two groups of second mounting pieces, and reinforcing ribs are fixedly arranged on the outer walls of the reinforcing rods;
the installation component is located on the first installation piece, the installation component includes connecting plate and connection diaphragm, and one side fixed mounting of connecting plate has two sets of connection diaphragms, and two sets of connection diaphragms are used for being connected one of them a set of first installation piece and one of them a set of second installation piece.
Preferably, the installation component still includes fixed plate, spacing spring, slip pull rod, movable plate and spacing riser, and the inside of first installation piece and second installation piece is all seted up flutedly, and one side inner wall fixed mounting of recess has the fixed plate, and the inboard top fixed mounting of recess has spacing spring, and spacing spring's bottom fixed mounting has the movable plate, and the top fixed mounting of movable plate has the slip pull rod, and the bottom fixed mounting of movable plate has spacing riser.
Preferably, the reinforcing ribs are obliquely arranged and are arranged in a triangular mode with the reinforcing rods.
Preferably, an opening through which the limiting vertical plate can move is formed in the fixing plate.
Preferably, the inside of connecting the diaphragm has offered the recess that can supply spacing riser activity, and the one end of spacing riser passes the fixed plate and extends to the recess of connecting the diaphragm in.
Preferably, the connecting plates and the connecting transverse plates are all arranged in an arc shape.
Preferably, one end of the sliding pull rod extends to the upper side of the first mounting piece and is fixedly provided with a pulling handle, and the sliding pull rod and the first mounting piece are in sliding mounting.
Compared with the prior art, the utility model has the beneficial effects that: this impact resistance concrete pipe pile through the setting of strengthening rib, can be in the in-process of outside stiffener atress, on the stiffener that will receive the stiffener outside is shared to inboard, and then can reduce the impact force that the stiffener received outside, increase the stability of stiffener outside, improve the life of tubular pile, the cooperation of rethread connecting plate, the fixed plate, limiting spring, sliding pull rod and movable plate is used, when the degree of depth exceeded the tubular pile actual length, can carry out quick connect processing with two sets of tubular piles, can reduce workman's working strength like this, be convenient for the workman operates, and when the inside prestressing force that has of tubular pile hole, can extrude the connecting plate, can make two sets of tubular piles connect more firm like this.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a top cross-sectional view of the present utility model;
FIG. 3 is a partial cross-sectional view of a first mounting tab of the present utility model;
fig. 4 is an enlarged view of the portion a of the present utility model.
In the figure: 1. a first mounting tab; 2. a second mounting plate; 3. a reinforcing rod; 4. reinforcing ribs; 5. a mounting assembly; 501. a connecting plate; 502. a fixing plate; 503. a limit spring; 504. a sliding pull rod; 505. a moving plate; 506. a limiting vertical plate; 507. and connecting the transverse plates.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Referring to fig. 1-4, the present utility model provides a technical solution: the utility model provides an impact resistance concrete pipe pile, includes first installation piece 1, stiffener 3 and installation component 5, is provided with second installation piece 2 on the first installation piece 1, and the quantity of first installation piece 1 and second installation piece 2 is two sets of, and stiffener 3 is located between two sets of first installation pieces 1 and two sets of second installation pieces 2, the outer wall fixed mounting of stiffener 3 has stiffener 4, and stiffener 4 can be in the in-process of the atress of outside stiffener 3, and on the stiffener 3 that will receive outside stiffener 3 distributes the force that receives to inboard stiffener 4, and then can reduce the impact force that outside stiffener 3 received, increase the stability of outside stiffener 3, improve the life of pipe pile, installation component 5 is located on the first installation piece 1, installation component 5 includes connecting plate 501 and connection diaphragm 507, and one side fixed mounting of connecting plate 501 has two sets of connection diaphragm 507, and two sets of connection diaphragm 507 are used for connecting one of them set of first installation piece 1 and one of them set of second installation piece 2.
Further, the installation component 5 still includes fixed plate 502, spacing spring 503, sliding pull rod 504, movable plate 505 and spacing riser 506, the inside of first installation piece 1 and second installation piece 2 is all seted up flutedly, one side inner wall fixed mounting of recess has fixed plate 502, the inboard top fixed mounting of recess has spacing spring 503, the bottom fixed mounting of spacing spring 503 has movable plate 505, the top fixed mounting of movable plate 505 has sliding pull rod 504, the bottom fixed mounting of movable plate 505 has spacing riser 506, mention sliding pull rod 504 with the hand, sliding pull rod 504 removes and drives movable plate 505 and spacing riser 506 and remove, spacing riser 506 removes the back and inserts connecting diaphragm 507 in the recess of first installation piece 1 and second installation piece 2, after loosening sliding pull rod 504, drive movable plate 505 and spacing riser 506 reset through spacing spring 503, when the degree of depth surpasses the tubular pile actual length, can carry out quick connection processing with two sets of tubular piles, like this can reduce workman's working strength, be convenient for the workman, and when there is prestressing force in the hole inside, can extrude the connecting plate 501, two sets of tubular piles can be firm connection like this.
Still further, the strengthening rib 4 is the slope setting and strengthening rib 4 is the triangle setting with stiffener 3, the opening that can supply spacing riser 506 activity has been seted up to the inside of fixed plate 502, the recess that can supply spacing riser 506 activity has been seted up to the inside of connecting diaphragm 507, the one end of spacing riser 506 passes fixed plate 502 and extends to in the recess of connecting diaphragm 507, connecting plate 501 and connecting diaphragm 507 all are the circular arc setting, the one end of slip pull rod 504 extends to the top of first mounting piece 1 and fixed mounting has the pulling handle, slip pull rod 504 is slidable mounting with first mounting piece 1.
Working principle: when the connecting transverse plate 507 is used, the sliding pull rod 504 is lifted by hands, the sliding pull rod 504 moves to drive the moving plate 505 and the limiting vertical plate 506 to move, the limiting vertical plate 506 moves to insert the connecting transverse plate 507 into the grooves of the first mounting plate 1 and the second mounting plate 2, the sliding pull rod 504 is loosened, the moving plate 505 and the limiting vertical plate 506 are driven to reset after the limiting spring 503 rebounds, and the limiting vertical plate 506 is inserted into the groove on the connecting transverse plate 507 to limit the connecting transverse plate 507 after being reset.
The embodiments of the present utility model have been described in detail with reference to the accompanying drawings, but the present utility model is not limited to the above embodiments, and various changes can be made within the knowledge of one of ordinary skill in the art without departing from the spirit of the present utility model.
Claims (7)
1. An impact resistance concrete pipe pile, which is characterized in that: comprising the following steps:
the first mounting plate (1), the first mounting plate (1) is provided with a second mounting plate (2), and the number of the first mounting plate (1) and the number of the second mounting plate (2) are two;
the reinforcing rods (3) are arranged between the two groups of first mounting pieces (1) and the two groups of second mounting pieces (2), and reinforcing ribs (4) are fixedly arranged on the outer walls of the reinforcing rods (3);
the mounting assembly (5) is arranged on the first mounting piece (1), the mounting assembly (5) comprises a connecting plate (501) and a connecting transverse plate (507), two groups of connecting transverse plates (507) are fixedly arranged on one side of the connecting plate (501), and the two groups of connecting transverse plates (507) are used for connecting one group of first mounting pieces (1) with one group of second mounting pieces (2).
2. An impact resistant concrete pipe pile according to claim 1, wherein: the installation component (5) still includes fixed plate (502), spacing spring (503), slip pull rod (504), movable plate (505) and spacing riser (506), the inside of first installation piece (1) and second installation piece (2) is all seted up flutedly, one side inner wall fixed mounting of recess has fixed plate (502), inboard top fixed mounting of recess has spacing spring (503), the bottom fixed mounting of spacing spring (503) has movable plate (505), the top fixed mounting of movable plate (505) has slip pull rod (504), the bottom fixed mounting of movable plate (505) has spacing riser (506).
3. An impact resistant concrete pipe pile according to claim 2, wherein: the reinforcing ribs (4) are obliquely arranged, and the reinforcing ribs (4) and the reinforcing rods (3) are arranged in a triangular mode.
4. An impact resistant concrete pipe pile according to claim 3, wherein: an opening for the limiting vertical plate (506) to move is formed in the fixing plate (502).
5. An impact resistant concrete pile according to claim 4, wherein: the inside of connecting diaphragm (507) is offered and is supplied the recess of spacing riser (506) activity, and the one end of spacing riser (506) passes fixed plate (502) and extends to in the recess of connecting diaphragm (507).
6. An impact resistant concrete pile according to claim 5, wherein: the connecting plates (501) and the connecting transverse plates (507) are all arranged in an arc shape.
7. An impact resistant concrete pile according to claim 6, wherein: one end of the sliding pull rod (504) extends to the upper side of the first mounting piece (1) and is fixedly provided with a pulling handle, and the sliding pull rod (504) and the first mounting piece (1) are in sliding mounting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321321009.3U CN220057912U (en) | 2023-05-26 | 2023-05-26 | Impact-resistant concrete tubular pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321321009.3U CN220057912U (en) | 2023-05-26 | 2023-05-26 | Impact-resistant concrete tubular pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220057912U true CN220057912U (en) | 2023-11-21 |
Family
ID=88761228
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321321009.3U Active CN220057912U (en) | 2023-05-26 | 2023-05-26 | Impact-resistant concrete tubular pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220057912U (en) |
-
2023
- 2023-05-26 CN CN202321321009.3U patent/CN220057912U/en active Active
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